Topological optimization design for support structure under multiple loading conditions

Jiayong Yan, Cunyi Wang, Yuping Chen, Lixin Zhang, Qingxin Cui
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Abstract

In view of the lightweight and high stiffness requirements of a certain type of spacecraft support, combined with the special performance and environment of the support, topology optimization technology is introduced into the optimal design of the support structure in the space field. The topology optimization and design of the support are carried out with the stiffness as the objective function and the quality as the constraint condition, and the design of "space hugging configuration" is proposed, and the simulation verification and experimental verification are carried out. Firstly, different load conditions of the support were analyzed and studied. Secondly, the initial model was established based on the relative position relationship between the support and the mounting surface of the loaded equipment. Finally, a design method of the support structure was established based on the combination of topology optimization under multi-load conditions and size optimization considering the influence of strength. The stiffness and strength of the optimized structure were checked under multiple load conditions, and the fundamental frequency was 2.05 times of the index requirement. The maximum response stress is lower than the yield limit of the material used, which meets the strength requirement. Finally, the vibration test is carried out to verify the support. After the test is completed, the position accuracy of the support interface meets the requirements of the index. The obtained bracket has high structural stability, meets the high performance requirements of the load equipment, verifies the feasibility of the topology optimization method, and provides an effective method for the design of lightweight high-stiffness structures.
多载荷条件下支撑结构的拓扑优化设计
针对某型航天器支架轻质高刚度的要求,结合支架的特殊性能和环境,将拓扑优化技术引入航天领域的支架结构优化设计中。以刚度为目标函数,以质量为约束条件,对支架进行拓扑优化设计,提出了 "太空拥抱构型 "的设计方案,并进行了仿真验证和实验验证。首先,对支架的不同载荷条件进行了分析和研究。其次,根据支架与受载设备安装面的相对位置关系建立了初始模型。最后,结合多载荷条件下的拓扑优化和考虑强度影响的尺寸优化,建立了支撑结构的设计方法。在多载荷条件下检验了优化结构的刚度和强度,基频为指标要求的 2.05 倍。最大响应应力低于所用材料的屈服极限,满足强度要求。最后,进行振动试验来验证支撑。试验完成后,支架接口的位置精度满足指标要求。所得支架结构稳定性高,满足了载荷设备的高性能要求,验证了拓扑优化方法的可行性,为轻质高刚度结构的设计提供了有效方法。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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